US10590670B2 - Dissipator - Google Patents

Dissipator Download PDF

Info

Publication number
US10590670B2
US10590670B2 US15/113,515 US201515113515A US10590670B2 US 10590670 B2 US10590670 B2 US 10590670B2 US 201515113515 A US201515113515 A US 201515113515A US 10590670 B2 US10590670 B2 US 10590670B2
Authority
US
United States
Prior art keywords
base
supporting
ground surface
supporting structure
contact base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active, expires
Application number
US15/113,515
Other versions
US20170007021A1 (en
Inventor
Marco Ferrari
Silvio Antonioni
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Girardini SRL
Original Assignee
Girardini SRL
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Girardini SRL filed Critical Girardini SRL
Publication of US20170007021A1 publication Critical patent/US20170007021A1/en
Assigned to FERRARI, MARCO, GIRARDINI S.R.L. reassignment FERRARI, MARCO ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ANTONIONI, SILVIO, FERRARI, MARCO
Application granted granted Critical
Publication of US10590670B2 publication Critical patent/US10590670B2/en
Active legal-status Critical Current
Adjusted expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237Structural braces with damping devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/023Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

Definitions

  • the present invention relates to a dissipator for interfacing between the ground and supporting structures.
  • EP1678399 B1 in the name of Marco Ferrari, discloses a dissipator/isolator for interfacing between the ground and supporting structures, the aim of which is to prevent the collapse of structures, such as for example industrial shelving, as a result of seismic action.
  • Such device interposed between the ground and the supporting structures, is capable of allowing a corresponding, and controlled, movement between the structures and the ground in every direction of the plane, so as to prevent the collapse thereof in the event of seismic action.
  • the device described above while offering an effective solution to the above mentioned technical problem, by allowing the reduction of the intrinsic rigidity of the structure, does not perform particularly well when it comes to the dissipation of energy, which therefore greatly limits its field of application.
  • the solution proposed is not capable of offering adequate levels of performance and, in the case of shelving units, even after a suitable resizing of the device of the aforementioned patent, it would greatly penalize the encumbrances, impede the full control of the movements of the supporting structure during the seismic event, and render the solution economically unviable.
  • the device described above does not make it possible to lock movements under static conditions of use, thus limiting the modes of operation and the safety conditions for certain applications, such as for example industrial shelving.
  • the aim of the present invention is to drastically reduce the above mentioned drawbacks, by considerably increasing the capacity for dissipation of the device and providing an effective locking element under static conditions of use.
  • Another object of the present invention is to prevent the tipping of the structures, so as to prevent the stored goods from being thrown and, at the same time, to prevent the collapse of supporting structures, and in particular of industrial shelving, as a result of static and seismic actions.
  • Another object of the present invention is to prevent the operation of the device as a result of low-level events and/or shocks, thus safeguarding the integrity of its components for events of greater intensity, such as earthquakes.
  • Another object of the invention is to provide a dissipator that is simple to configure, with a low production cost and a long lifetime, so as to be competitive from an economic viewpoint as well.
  • FIG. 1 is a perspective view of a shelving unit fitted with a first embodiment of a dissipator according to the invention
  • FIG. 2 is a front elevation view of the shelving unit in FIG. 1 ;
  • FIGS. 3 and 4 show a cross-section of the shelving unit taken along the lines marked III-III and IV-IV in FIG. 2 , in which the dissipator is, respectively, in the “at rest” condition and in the “in operation” condition;
  • FIG. 5 is a cross-sectional view taken along a vertical plane of a shelving unit and of the dissipator according to the invention.
  • FIGS. 6 and 7 show, respectively, a cross-sectional view of the shelving unit taken along the vertical plane passing through the rod-like dissipation body, in which the dissipator is, respectively, in the “at rest” condition and in the “in operation” condition.
  • the present invention relates to a dissipator, generally designated with the reference numeral 1 , for interfacing between the ground 100 and supporting structures 2 .
  • the dissipator 1 comprises at least one supporting base 3 , which can be fixed to the ground 100 and supports a contact base 4 .
  • the supporting base 3 is typically constituted by a plate element, which is intended to be fixed to the ground 100 by way of conventional fixing means, such as for example mechanical anchoring means (such as for example inserts) and/or chemical anchoring means (such as for example threaded bars with resins).
  • fixing means such as for example mechanical anchoring means (such as for example inserts) and/or chemical anchoring means (such as for example threaded bars with resins).
  • the contact base 4 which is advantageously arranged above the supporting base 3 , can be associated, by way of kinematic connection means that are conventional, with a supporting structure 2 .
  • the kinematic connection means stably associate the contact base 4 with a lower portion of a respective upright member 2 a of a supporting structure 2 , such as for example an industrial shelving unit.
  • interface means 10 are provided, which are adapted to allow the movement of the contact base 4 with respect to the supporting base 3 at least along two directions that are parallel to the ground 100 .
  • the interface means 10 are adapted to allow the contact base 4 to move in all directions in the plane that is substantially parallel to the ground 100 .
  • the dissipator 1 has, further, control means 11 which act between the supporting base 3 and the contact base 4 , which are adapted to control the relative movement between the supporting base 3 and the contact base 4 .
  • the dissipator 1 comprises at least one rod-like dissipation body 20 that acts between the ground 100 and the supporting structure 2 .
  • the rod-like dissipation body 20 has at least partially a behavior of the dissipative type.
  • the rod-like dissipation body or bodies 20 makes or make it possible to dissipate the energy generated by an event, typically by an earthquake, by allowing the movement, on a plane that is parallel to the ground 100 , of the supporting structures with respect to the supporting base 3 .
  • the rod-like dissipation body 20 further makes it possible to reduce the demand in terms of movement, and the consequent optimization of the encumbrances and full control of the movements of the supporting structure during the seismic event, aspects that are particularly important for supporting structures 2 such as industrial shelving.
  • a supporting structure 2 it is possible for a supporting structure 2 to be associated with a plurality of rod-like dissipation bodies 20 .
  • respective rod-like dissipation bodies 20 can be arranged at each shoulder of the supporting structure 2 .
  • the dissipator 1 has at least one device of the fuse-equipped type 30 connecting the ground 100 and the supporting structure 2 .
  • the device of the fuse-equipped type 30 is adapted to prevent the relative movements between the contact base 4 and the supporting base 3 along the at least two directions that are parallel to the ground 100 below a preset stress threshold value that acts between the supporting base 3 and the contact base 4 on a plane that is parallel to the ground 100 .
  • the device of the fuse-equipped type 30 connects the contact base 4 and the respective supporting base 3 .
  • the rod-like dissipation body 20 is arranged between the supporting base 3 and the respective contact base 4 .
  • the dissipator 1 comprises at least one base body 3 a that can be fixed to the ground 100 and at least one abutment body 4 a that can be fixed to the supporting structure 2 .
  • the rod-like dissipation body 20 can be resin-bonded in a hole made in the ground and interfaced with an abutment that is defined for example at a stringer 2 b or the shoulder strut structure 2 c of the supporting structure 2 .
  • the device of the fuse-equipped type 30 and/or the rod-like dissipation body 20 is/are arranged between the base body 3 a and the respective abutment body 4 a.
  • the base body 3 a With reference to the embodiment shown in FIGS. 1 to 4 , it is possible for the base body 3 a to be fixed to the ground 100 in a position spaced apart from the supporting base 3 .
  • the abutment body 4 a is preferably fixed to a stringer 2 b or to the shoulder strut structure 2 c of the supporting structure 2 .
  • the base body 3 a prefferably fixed directly to the supporting base 3 and the abutment body 4 a to be in turn fixed to the upright member 2 a or to the contact base 4 .
  • the dissipator 1 comprises a tipping prevention device 40 , which is adapted to prevent the movement of the supporting structure 2 along a direction that is perpendicular to a plane that is substantially parallel to the ground 100 .
  • the tipping prevention device 40 can be constituted by one or more immobilizing cross-members 41 , in use parallel to the ground 100 , which can be fixed to at least one abutment shoulder 42 that is erected on a supporting base thereof and is arranged above an abutment element, which is for example constituted by a stringer 2 b or by the strut structure 2 c.
  • control means 11 comprise means of control of the movement of the contact base 4 with respect to the supporting base 3 .
  • the interface means 10 which comprise the control means 11 , have substantially a behavior of the elastic type, or a behavior of the viscoelastic type, or a behavior of the viscoelastoplastic type.
  • control means 11 mutually connect the supporting base 3 and the contact base 4 and can be constituted by a slab of rubber or by a plurality of radially extending connection elements arranged in a radiating pattern such as, for example, springs.
  • the interface means 10 can comprise a plurality of balls that rest on the supporting base 3 and support the contact base 4 or a slab with a low friction coefficient made, for example, of PTFE or polyzene.
  • the rod-like dissipation body 20 extends along a main direction, which is arranged substantially at right angles to the ground 100 .
  • the rod-like dissipation body 20 comprises a resisting portion 22 and a dissipative portion 21 .
  • the resisting portion 22 is connected to the supporting structure 2 while the dissipative portion 21 is connected to the ground 100 .
  • the rod-like dissipation body 20 can be made of a material selected from the group comprising:
  • the rod-like dissipation body 20 is substantially cylindrical so as to have an isotropic behavior.
  • the rod-like dissipation body 20 has a cylindrical cross-section that is non-constant along its height so as to increase the dissipative effect.
  • the rod-like dissipation body 20 is interfaced with the supporting structure 2 by way of a plate with a slot, which is adapted to allow the sliding of the end of the rod-like dissipation body 20 during the seismic event within the slot.
  • the slot is associated with a gasket and/or with an element with a low friction coefficient and/or with a ball joint.
  • the slot defines a stroke limit for the end of the rod-like dissipation body 20 .
  • stop retainers at one end or at both ends of the rod-like dissipator 20 there is or there are stop retainers, with or without a damping element or elements.
  • the slot/rod-like dissipator 20 coupling is provided so as to generate a further energy dissipation.
  • At least one interposition element that is adapted to allow a further energy dissipation.
  • the transverse cross-section of the resisting portion 22 of the rod-like dissipation body 20 is circular and as small as possible compatibly with the material and with the geometry used and with the required damping characteristics: this makes it possible to reduce the play between the slot and the resisting portion 22 to the minimum.
  • the dissipative portion 21 which is made of metallic material, advantageously dissipates energy by elastoplastic bending.
  • the dissipative portion 21 of the rod-like dissipation body 20 can be made of lead, lead alloy, aluminum, aluminum alloy, steel, stainless steel, other metallic materials, polymeric materials, rubber and composite materials or a combination thereof.
  • the resisting portion 22 of the rod-like dissipation body 20 can be constituted of other metallic materials, polymeric materials, or rubber and composite materials.
  • the dissipative portion 21 of the rod-like dissipation body 20 can be connected to another portion, which is also dissipative, in lieu of the resisting portion, by way of, for example, an elastic or viscoelastic or viscoelastoplastic element.
  • the resisting portion 22 and the dissipative portion 21 of the rod-like dissipation body 20 can be made with different materials and geometric sections than those indicated above.
  • the device of the fuse-equipped type 30 can be provided in one piece and from a single material, metallic, polymeric or composite.
  • the device of the fuse-equipped type 30 comprises a resisting part 30 a made of a first material, for example metal, and a part intended to break 30 b made of a second material, for example polymeric material (preferably ABS), metallic material or stone-like material.
  • a resisting part 30 a made of a first material, for example metal
  • a part intended to break 30 b made of a second material, for example polymeric material (preferably ABS), metallic material or stone-like material.
  • the part of the device of the fuse-equipped type that is intended to break 30 b has a different performance along a direction that is parallel to the transverse direction (cross aisle direction) and along a direction that is parallel to the longitudinal direction (down aisle direction) of the supporting structure 2 .
  • the part intended to break 30 b has a higher resistance in the cross aisle direction in order to ensure a suitable resistance during the storage operations on the supporting structures 2 .
  • the device of the fuse-equipped type 30 has the part intended to break 30 b interfaced with the ground 100 and/or with the supporting structure 2 by way of interposition of a slotted element.
  • such slotted element comprises a gasket.
  • the slotted element is defined on the base body 3 a , or on the abutment body 4 a , or on the stringer 2 b and/or on the shoulder strut structure 2 c of the supporting structure 2 .
  • the resisting part 30 a and the part intended to break in a controlled manner 30 b can be made of metallic, polymeric or composite material.
  • the part that breaks in a controlled manner 30 b of the fuse pin is engaged in a hole provided with a gasket.
  • the resisting part 30 a and the part intended to break in a controlled manner 30 b can be made with different materials and geometric sections than those indicated above.
  • the device of the fuse-equipped type 30 and the tipping prevention device 40 act as immobilization means (for a preset force value) under non-seismic conditions: this ensures stability of the industrial shelving unit and correct operating modes and safety conditions during warehousing activities (picking).
  • the intrinsic behavior of the rod-like dissipation body 20 makes it possible to obtain, as a result of a seismic event, a significant reduction in the amplification of the movements of the supporting structure 2 on a plane that is substantially parallel to the ground 100 .
  • the movements of the ground 100 , and thus of the supporting base 3 result in the breakage of the device of the fuse-equipped type 30 , if fitted, and “activate” the interface means 10 that is entrusted with the task of isolating the supporting structure 2 from the ground 100 .
  • the rod-like dissipation body 20 absorbs part of the energy, thus limiting the relative movements between the contact base 4 and the supporting base 3 .
  • a dissipator according to the present invention can also be used in different fields of application, such as, for example, in the seismic protection of systems and components for the construction industry, buildings, artworks, cultural assets and other structures.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Vibration Prevention Devices (AREA)
  • Connection Of Plates (AREA)
  • Foundations (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

A dissipator for interfacing between the ground and supporting structures, which comprises a supporting base that can be fixed to the ground and supports a contact base that can be associated, by way of kinematic connection elements, with a supporting structure, interface elements being provided between the contact base and the supporting base and being adapted to allow the movement of the contact base with respect to the supporting base at least along two directions that are parallel to the ground, control elements being further provided which act between the supporting base and the contact base and are adapted to control the relative movement between the supporting base and the contact base; the dissipator comprises at least one rod-like dissipation body that acts between the ground and the supporting structure, the rod-like dissipation body having at least partially a behavior of the dissipative type.

Description

The present invention relates to a dissipator for interfacing between the ground and supporting structures.
In the current state of the art, in regions subject to seismic action, regulations require that buildings and structures have particular construction-related contrivances so as to avoid collapse as a result of seismic action.
However, to date, no particular attention has been given over to developing solutions and construction-related contrivances that are such as to make it possible to withstand seismic action, including for supporting structures such as shelving units and similar devices.
EP1678399 B1, in the name of Marco Ferrari, discloses a dissipator/isolator for interfacing between the ground and supporting structures, the aim of which is to prevent the collapse of structures, such as for example industrial shelving, as a result of seismic action.
Such device, interposed between the ground and the supporting structures, is capable of allowing a corresponding, and controlled, movement between the structures and the ground in every direction of the plane, so as to prevent the collapse thereof in the event of seismic action.
The device described above, while offering an effective solution to the above mentioned technical problem, by allowing the reduction of the intrinsic rigidity of the structure, does not perform particularly well when it comes to the dissipation of energy, which therefore greatly limits its field of application.
In fact, in cases where it is necessary to allow greater movements, as a result of major seismic events, the solution proposed is not capable of offering adequate levels of performance and, in the case of shelving units, even after a suitable resizing of the device of the aforementioned patent, it would greatly penalize the encumbrances, impede the full control of the movements of the supporting structure during the seismic event, and render the solution economically unviable.
Furthermore, the device described above does not make it possible to lock movements under static conditions of use, thus limiting the modes of operation and the safety conditions for certain applications, such as for example industrial shelving.
The aim of the present invention is to drastically reduce the above mentioned drawbacks, by considerably increasing the capacity for dissipation of the device and providing an effective locking element under static conditions of use.
Another object of the present invention is to prevent the tipping of the structures, so as to prevent the stored goods from being thrown and, at the same time, to prevent the collapse of supporting structures, and in particular of industrial shelving, as a result of static and seismic actions.
Another object of the present invention is to prevent the operation of the device as a result of low-level events and/or shocks, thus safeguarding the integrity of its components for events of greater intensity, such as earthquakes.
Another object of the invention is to provide a dissipator that is simple to configure, with a low production cost and a long lifetime, so as to be competitive from an economic viewpoint as well.
This aim and these and other objects which will become better apparent hereinafter are achieved by a dissipator for interfacing between the ground and supporting structures according to claim 1.
Further characteristics and advantages of the invention will become better apparent from the description of some preferred, but not exclusive, embodiments of a dissipator for interfacing between the ground and supporting structures according to the invention, which are illustrated by way of non-limiting example in the accompanying drawings wherein:
FIG. 1 is a perspective view of a shelving unit fitted with a first embodiment of a dissipator according to the invention;
FIG. 2 is a front elevation view of the shelving unit in FIG. 1;
FIGS. 3 and 4 show a cross-section of the shelving unit taken along the lines marked III-III and IV-IV in FIG. 2, in which the dissipator is, respectively, in the “at rest” condition and in the “in operation” condition;
FIG. 5 is a cross-sectional view taken along a vertical plane of a shelving unit and of the dissipator according to the invention;
FIGS. 6 and 7 show, respectively, a cross-sectional view of the shelving unit taken along the vertical plane passing through the rod-like dissipation body, in which the dissipator is, respectively, in the “at rest” condition and in the “in operation” condition.
In the embodiments illustrated, individual characteristics shown in relation to specific examples may in reality be interchanged with other, different characteristics, existing in other embodiments.
The present invention relates to a dissipator, generally designated with the reference numeral 1, for interfacing between the ground 100 and supporting structures 2.
The dissipator 1 comprises at least one supporting base 3, which can be fixed to the ground 100 and supports a contact base 4.
The supporting base 3 is typically constituted by a plate element, which is intended to be fixed to the ground 100 by way of conventional fixing means, such as for example mechanical anchoring means (such as for example inserts) and/or chemical anchoring means (such as for example threaded bars with resins).
The contact base 4, which is advantageously arranged above the supporting base 3, can be associated, by way of kinematic connection means that are conventional, with a supporting structure 2.
In particular, the kinematic connection means stably associate the contact base 4 with a lower portion of a respective upright member 2 a of a supporting structure 2, such as for example an industrial shelving unit.
More specifically, between the contact base 4 and the supporting base 3 interface means 10 are provided, which are adapted to allow the movement of the contact base 4 with respect to the supporting base 3 at least along two directions that are parallel to the ground 100.
Advantageously, the interface means 10 are adapted to allow the contact base 4 to move in all directions in the plane that is substantially parallel to the ground 100.
The dissipator 1 has, further, control means 11 which act between the supporting base 3 and the contact base 4, which are adapted to control the relative movement between the supporting base 3 and the contact base 4.
According to the present invention, the dissipator 1 comprises at least one rod-like dissipation body 20 that acts between the ground 100 and the supporting structure 2.
In particular, the rod-like dissipation body 20 has at least partially a behavior of the dissipative type.
Specifically, the rod-like dissipation body or bodies 20 makes or make it possible to dissipate the energy generated by an event, typically by an earthquake, by allowing the movement, on a plane that is parallel to the ground 100, of the supporting structures with respect to the supporting base 3.
The rod-like dissipation body 20 further makes it possible to reduce the demand in terms of movement, and the consequent optimization of the encumbrances and full control of the movements of the supporting structure during the seismic event, aspects that are particularly important for supporting structures 2 such as industrial shelving.
Advantageously, it is possible for a supporting structure 2 to be associated with a plurality of rod-like dissipation bodies 20.
In particular, respective rod-like dissipation bodies 20 can be arranged at each shoulder of the supporting structure 2.
Conveniently, the dissipator 1 has at least one device of the fuse-equipped type 30 connecting the ground 100 and the supporting structure 2.
In particular, the device of the fuse-equipped type 30 is adapted to prevent the relative movements between the contact base 4 and the supporting base 3 along the at least two directions that are parallel to the ground 100 below a preset stress threshold value that acts between the supporting base 3 and the contact base 4 on a plane that is parallel to the ground 100.
Preferably, the device of the fuse-equipped type 30 connects the contact base 4 and the respective supporting base 3.
Advantageously, the rod-like dissipation body 20 is arranged between the supporting base 3 and the respective contact base 4.
Preferably, the dissipator 1 comprises at least one base body 3 a that can be fixed to the ground 100 and at least one abutment body 4 a that can be fixed to the supporting structure 2.
Obviously, there is no reason why the rod-like dissipation body 20 cannot be arranged between the ground 100 and a portion of the supporting structure 2.
For the purposes of example, the rod-like dissipation body 20 can be resin-bonded in a hole made in the ground and interfaced with an abutment that is defined for example at a stringer 2 b or the shoulder strut structure 2 c of the supporting structure 2.
Advantageously, the device of the fuse-equipped type 30 and/or the rod-like dissipation body 20 is/are arranged between the base body 3 a and the respective abutment body 4 a.
With reference to the embodiment shown in FIGS. 1 to 4, it is possible for the base body 3 a to be fixed to the ground 100 in a position spaced apart from the supporting base 3.
In this case, the abutment body 4 a is preferably fixed to a stringer 2 b or to the shoulder strut structure 2 c of the supporting structure 2.
It is likewise possible, as shown in FIGS. 5 to 7, for the base body 3 a to be fixed directly to the supporting base 3 and the abutment body 4 a to be in turn fixed to the upright member 2 a or to the contact base 4.
Preferably, the dissipator 1 comprises a tipping prevention device 40, which is adapted to prevent the movement of the supporting structure 2 along a direction that is perpendicular to a plane that is substantially parallel to the ground 100.
With reference to the embodiments shown in the figures, the tipping prevention device 40 can be constituted by one or more immobilizing cross-members 41, in use parallel to the ground 100, which can be fixed to at least one abutment shoulder 42 that is erected on a supporting base thereof and is arranged above an abutment element, which is for example constituted by a stringer 2 b or by the strut structure 2 c.
According to a preferred embodiment, the control means 11 comprise means of control of the movement of the contact base 4 with respect to the supporting base 3.
In particular, the interface means 10, which comprise the control means 11, have substantially a behavior of the elastic type, or a behavior of the viscoelastic type, or a behavior of the viscoelastoplastic type.
For the purposes of example, the control means 11 mutually connect the supporting base 3 and the contact base 4 and can be constituted by a slab of rubber or by a plurality of radially extending connection elements arranged in a radiating pattern such as, for example, springs.
The interface means 10 can comprise a plurality of balls that rest on the supporting base 3 and support the contact base 4 or a slab with a low friction coefficient made, for example, of PTFE or polyzene.
Preferably, the rod-like dissipation body 20 extends along a main direction, which is arranged substantially at right angles to the ground 100.
Advantageously, the rod-like dissipation body 20 comprises a resisting portion 22 and a dissipative portion 21.
In particular, the resisting portion 22 is connected to the supporting structure 2 while the dissipative portion 21 is connected to the ground 100.
Obviously, there is no reason why the resisting portion 22 cannot be connected to the ground 100 and the dissipative portion 21 cannot be connected to the supporting structure 2.
The rod-like dissipation body 20 can be made of a material selected from the group comprising:
    • lead;
    • lead alloy;
    • aluminum;
    • aluminum alloy;
    • iron;
    • steel;
    • stainless steel;
    • elastomer;
    • polymeric material;
    • composite metallic material;
    • composite polymeric material;
or combinations thereof.
Conveniently, the rod-like dissipation body 20 is substantially cylindrical so as to have an isotropic behavior.
Advantageously the rod-like dissipation body 20 has a cylindrical cross-section that is non-constant along its height so as to increase the dissipative effect.
Preferably, the rod-like dissipation body 20 is interfaced with the supporting structure 2 by way of a plate with a slot, which is adapted to allow the sliding of the end of the rod-like dissipation body 20 during the seismic event within the slot.
Conveniently, the slot is associated with a gasket and/or with an element with a low friction coefficient and/or with a ball joint.
Advantageously, the slot defines a stroke limit for the end of the rod-like dissipation body 20.
Conveniently, at one end or at both ends of the rod-like dissipator 20 there is or there are stop retainers, with or without a damping element or elements.
Advantageously, the slot/rod-like dissipator 20 coupling is provided so as to generate a further energy dissipation.
In this regard there can be, between the rod-like dissipator 20 and the respective abutment body 4 a, at least one interposition element that is adapted to allow a further energy dissipation.
Conveniently, the transverse cross-section of the resisting portion 22 of the rod-like dissipation body 20 is circular and as small as possible compatibly with the material and with the geometry used and with the required damping characteristics: this makes it possible to reduce the play between the slot and the resisting portion 22 to the minimum.
There is no reason why the rod-like dissipation body 20 cannot be provided in a single piece.
The dissipative portion 21, which is made of metallic material, advantageously dissipates energy by elastoplastic bending.
Conveniently the dissipative portion 21 of the rod-like dissipation body 20 can be made of lead, lead alloy, aluminum, aluminum alloy, steel, stainless steel, other metallic materials, polymeric materials, rubber and composite materials or a combination thereof.
Advantageously, the resisting portion 22 of the rod-like dissipation body 20 can be constituted of other metallic materials, polymeric materials, or rubber and composite materials.
According to a possible variation of embodiment, the dissipative portion 21 of the rod-like dissipation body 20 can be connected to another portion, which is also dissipative, in lieu of the resisting portion, by way of, for example, an elastic or viscoelastic or viscoelastoplastic element.
Alternatively, the resisting portion 22 and the dissipative portion 21 of the rod-like dissipation body 20 can be made with different materials and geometric sections than those indicated above.
The device of the fuse-equipped type 30 can be provided in one piece and from a single material, metallic, polymeric or composite.
Advantageously the device of the fuse-equipped type 30 comprises a resisting part 30 a made of a first material, for example metal, and a part intended to break 30 b made of a second material, for example polymeric material (preferably ABS), metallic material or stone-like material.
Conveniently, the part of the device of the fuse-equipped type that is intended to break 30 b has a different performance along a direction that is parallel to the transverse direction (cross aisle direction) and along a direction that is parallel to the longitudinal direction (down aisle direction) of the supporting structure 2.
Advantageously, the part intended to break 30 b has a higher resistance in the cross aisle direction in order to ensure a suitable resistance during the storage operations on the supporting structures 2.
According to a preferred embodiment, the device of the fuse-equipped type 30 has the part intended to break 30 b interfaced with the ground 100 and/or with the supporting structure 2 by way of interposition of a slotted element.
Preferably, such slotted element comprises a gasket.
Advantageously, the slotted element is defined on the base body 3 a, or on the abutment body 4 a, or on the stringer 2 b and/or on the shoulder strut structure 2 c of the supporting structure 2.
The resisting part 30 a and the part intended to break in a controlled manner 30 b can be made of metallic, polymeric or composite material.
Conveniently, in order to limit the effects owing to impulsive actions as a result of warehousing activities (picking), the part that breaks in a controlled manner 30 b of the fuse pin is engaged in a hole provided with a gasket.
Alternatively, the resisting part 30 a and the part intended to break in a controlled manner 30 b can be made with different materials and geometric sections than those indicated above.
The device of the fuse-equipped type 30 and the tipping prevention device 40 act as immobilization means (for a preset force value) under non-seismic conditions: this ensures stability of the industrial shelving unit and correct operating modes and safety conditions during warehousing activities (picking).
The intrinsic behavior of the rod-like dissipation body 20 makes it possible to obtain, as a result of a seismic event, a significant reduction in the amplification of the movements of the supporting structure 2 on a plane that is substantially parallel to the ground 100.
In particular, its characteristic hysteretic dissipative behavior causes a continuous energy dissipation during seismic activity.
Operation of the dissipator 1 according to the present invention is evident from the foregoing description.
In particular, if the ground 100 on which the supporting structure 2 is fixed is subjected to a dynamic action (for example a seismic action), the movements of the ground 100, and thus of the supporting base 3, result in the breakage of the device of the fuse-equipped type 30, if fitted, and “activate” the interface means 10 that is entrusted with the task of isolating the supporting structure 2 from the ground 100.
During the relative movement between the contact base 4 and the supporting structure 3, the rod-like dissipation body 20 absorbs part of the energy, thus limiting the relative movements between the contact base 4 and the supporting base 3.
All the characteristics of the invention, indicated above as advantageous, convenient or similar, may also be missing or be substituted by equivalent characteristics.
The invention, thus conceived, is susceptible of numerous modifications and variations, all of which are within the scope of the appended claims.
It has further been found that a dissipator according to the present invention can also be used in different fields of application, such as, for example, in the seismic protection of systems and components for the construction industry, buildings, artworks, cultural assets and other structures.
In practice the materials employed, provided they are compatible with the specific use, and the dimensions and shapes, may be any according to requirements.
Moreover, all the details may be substituted by other, technically equivalent elements.
The disclosures in Italian Patent Application No. VR2014A000015 from which this application claims priority are incorporated herein by reference.

Claims (10)

The invention claimed is:
1. A dissipator which comprises:
a contact base configured to rest on a supporting base, the supporting base can be fixed to a ground surface and supports the contact base, wherein the contact base is connected to a supporting structure by a flange,
a coupling being provided between said contact base and said supporting base and being adapted to allow the movement of said contact base with respect to said supporting base at least along two directions that are parallel to the ground surface, wherein said coupling is adapted to allow the movement of said supporting structure on a plane that is substantially parallel to the ground surface,
wherein said coupling further comprises an elastic element which acts between said supporting base and said contact base and is adapted to control the relative movement between said supporting base and said contact base,
at least one dissipation body that acts between the ground surface and said supporting structure, said at least one dissipation body having at least partially a dissipative property, wherein said dissipation body has an elongated shape that has a circular transverse cross-section that is variable along a length of the dissipation body, so as to have an isotropic behavior, wherein said dissipation body extends along a main direction that is arranged substantially at right angles to the ground surface, wherein said dissipation body comprises a resisting portion and a dissipative portion, and wherein said resisting portion is connected to said supporting structure and said dissipative portion is connected to the ground surface, wherein said dissipation body is interfaced with the supporting structure by way of a plate,
at least one device of the fuse-equipped type that connects the ground surface and the supporting structure, said device of the fuse-equipped type being adapted to prevent the relative movements between said contact base and said supporting base along said at least two directions that are parallel to the ground surface below a preset stress threshold value that acts between said supporting base and said contact base on the plane that is parallel to the ground surface,
at least one base body that can be fixed to the ground surface and at least one abutment body that can be fixed to said supporting structure, said device of the fuse-equipped type and/or said dissipation body being arranged between said base body and the abutment body,
at least one tipping prevention device that is adapted to prevent the movement of said supporting structure along a direction that is perpendicular to a plane that is substantially parallel to the ground surface, and
the plate connected to the supporting structure, wherein the resisting portion extends through a slot in the plate.
2. The dissipator according to claim 1, wherein said coupling is configured to control the movement of said contact base with respect to said supporting base, said coupling having substantially a behavior of the elastic type, or a behavior of the viscoelastic type or a behavior of the viscoelastoplastic type or of the plastic type, or of the viscous type, or of the elastoplastic type.
3. The dissipator according to claim 1, wherein said dissipation body is made of a material selected from the group that comprises:
lead;
lead alloy;
aluminum;
aluminum alloy;
iron;
steel;
stainless steel;
elastomer;
polymeric material;
composite metallic material;
composite polymeric material;
or combinations thereof.
4. The dissipator according to claim 1, further comprising, between said dissipation body and the abutment body, at least one interposition element that is adapted to allow a further energy dissipation.
5. The dissipator according to claim 1, wherein at least at one end of the dissipation body there is a stop retainer.
6. The dissipator according to claim 1, wherein said device of the fuse-equipped type is made at least partially of a material selected from the group consisting of a polymeric material, an Acrylonitrile Butadiene Styrene (ABS), a metallic material, and a stone material.
7. The dissipator according to claim 1, wherein said device of the fuse-equipped type comprises a resisting part made of a first material and a part intended to break made of a second material.
8. The dissipator according to claim 7, wherein said part intended to break has a greater resistance in a direction that is parallel to a transverse direction, said transverse direction being a cross-aisle direction, than a resistance in a direction that is parallel in a longitudinal direction, said longitudinal direction being a down-aisle direction, in order to ensure an appropriate resistance during storage operations on the supporting structure.
9. The dissipator according to claim 7, wherein said device of the fuse-equipped type has said part intended to break interfaced with the ground surface.
10. The dissipator according to claim 1, wherein an interface is between the contact base and the supporting base, the interface configured to allow the contact base to move in all directions in a plane that is parallel to the ground surface.
US15/113,515 2014-01-24 2015-01-22 Dissipator Active 2035-03-14 US10590670B2 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
ITVR2014A000015 2014-01-24
ITVR2014A0015 2014-01-24
ITVR20140015 2014-01-24
PCT/EP2015/051192 WO2015110497A1 (en) 2014-01-24 2015-01-22 Dissipator

Publications (2)

Publication Number Publication Date
US20170007021A1 US20170007021A1 (en) 2017-01-12
US10590670B2 true US10590670B2 (en) 2020-03-17

Family

ID=50349806

Family Applications (1)

Application Number Title Priority Date Filing Date
US15/113,515 Active 2035-03-14 US10590670B2 (en) 2014-01-24 2015-01-22 Dissipator

Country Status (7)

Country Link
US (1) US10590670B2 (en)
EP (1) EP3097235B1 (en)
JP (1) JP6636454B2 (en)
CN (1) CN105980635A (en)
CL (1) CL2016001849A1 (en)
ES (1) ES2928784T3 (en)
WO (1) WO2015110497A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11011893B2 (en) * 2019-01-16 2021-05-18 General Electric Technology Gmbh Seismic support structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7233280B2 (en) * 2019-03-28 2023-03-06 株式会社奥村組 Rack damping structure

Citations (58)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3289998A (en) * 1963-11-15 1966-12-06 Korfund Dynamics Corp All-directional shock mount
US3606704A (en) * 1969-05-02 1971-09-21 Resilient Services Inc Elevated floor structure
US3638377A (en) * 1969-12-03 1972-02-01 Marc S Caspe Earthquake-resistant multistory structure
US3794277A (en) * 1972-08-14 1974-02-26 A Smedley Earthquake resistant support
US3973078A (en) * 1974-12-30 1976-08-03 Westinghouse Electric Corporation Seismic motion-damper for upstanding electrical equipment
US4107889A (en) 1976-03-01 1978-08-22 Gonsalves, Santucci, Inc. Foundation system
US4200256A (en) * 1977-03-14 1980-04-29 Westinghouse Electric Corp. Apparatus mounting arrangement for avoiding harm due to seismic shocks
US4328648A (en) * 1980-03-21 1982-05-11 Kalpins Alexandrs K Support system
JPS6095034A (en) 1983-10-31 1985-05-28 Natl House Ind Co Ltd Foundation block
US4554767A (en) * 1981-02-05 1985-11-26 Ikonomou Aristarchos S Earthquake guarding system
US4565039A (en) * 1984-03-07 1986-01-21 Ohbayashi-Gumi, Ltd. Floor structure for reducing vibration
US4633628A (en) * 1985-10-31 1987-01-06 University Of Utah Device for base isolating structures from lateral and rotational support motion
US4662142A (en) * 1983-10-24 1987-05-05 David Weiner Mounting device and method for making a dynamically stiff joint
US4718206A (en) * 1986-09-08 1988-01-12 Fyfe Edward R Apparatus for limiting the effect of vibrations between a structure and its foundation
US4766708A (en) * 1985-12-27 1988-08-30 Peter Sing Shock and vibration resistant structures
JPH01198940A (en) 1987-10-05 1989-08-10 Ohbayashi Corp Vibrationproof device
US4860507A (en) * 1988-07-15 1989-08-29 Garza Tamez Federico Structure stabilization system
US4883250A (en) * 1987-03-12 1989-11-28 Kajima Corporation Vibration-proof and earthquake-immue mount system
JPH0257742A (en) 1988-08-17 1990-02-27 Mitsubishi Atom Power Ind Inc Damping and antiseismic rod-shaped damper
JPH02285176A (en) 1989-04-26 1990-11-22 Masami Hanai Response control device of building
US4991366A (en) * 1987-10-05 1991-02-12 Akira Teramura Vibration isolating device
US5452548A (en) * 1993-07-01 1995-09-26 Kwon; Heug J. Bearing structure with isolation and anchor device
US5558191A (en) * 1994-04-18 1996-09-24 Minnesota Mining And Manufacturing Company Tuned mass damper
US5630298A (en) * 1995-09-05 1997-05-20 National Science Council Shear link energy absorber
US5689919A (en) * 1995-09-21 1997-11-25 Kajima Corporation Base isolated building of wind resisting type
US5775038A (en) * 1996-12-20 1998-07-07 J. Muller International Fixed point seismic buffer system
US5797228A (en) * 1993-11-24 1998-08-25 Tekton Seismic isolation bearing
US5816559A (en) * 1996-03-13 1998-10-06 Kabushiki Kaisha Toshiba Seismic isolation device
US5870863A (en) * 1996-08-08 1999-02-16 Tayco Developments, Inc. Toggle linkage seismic isolation structure
JPH11247923A (en) 1998-02-26 1999-09-14 Showa Electric Wire & Cable Co Ltd Base isolation device
US5964066A (en) * 1995-03-17 1999-10-12 Mori; Kuninori Earthquake-proof foundation
JPH11350786A (en) 1998-06-10 1999-12-21 Bando Chem Ind Ltd Trigger mechanism of vibration-isolating device
US6042094A (en) * 1995-09-20 2000-03-28 Tayco Developments, Inc. Self-centering column assembly employing liquid spring and structures containing such columns
US6085474A (en) * 1998-03-16 2000-07-11 Mizuno; Tsutomu Device for minimizing earthquake shocks to a small building
US6115972A (en) * 1996-04-09 2000-09-12 Tamez; Federico Garza Structure stabilization system
US6138967A (en) * 1997-03-07 2000-10-31 Fujitsu Limited Foot structure for apparatus
US6324795B1 (en) * 1999-11-24 2001-12-04 Ever-Level Foundation Systems, Inc. Seismic isolation system between floor and foundation comprising a ball and socket joint and elastic or elastomeric element
US6438905B2 (en) * 2000-03-29 2002-08-27 The Research Foundation Of Suny At Buffalo Highly effective seismic energy dissipation apparatus
JP2002349091A (en) 2001-05-29 2002-12-04 Showa Electric Wire & Cable Co Ltd Trigger mechanism
US20040074723A1 (en) * 2001-09-11 2004-04-22 Chong-Shien Tsai Detachable and replaceable shock damper for use in structures
US6837010B2 (en) * 2002-12-05 2005-01-04 Star Seismic, Llc Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods
US20050028457A1 (en) 2003-08-07 2005-02-10 Davis S. Michael Foundation system for prefabricated houses
WO2005049942A1 (en) 2003-10-30 2005-06-02 Marco Ferrari Isolator/dissipator for interfacing between the ground and supporting structures
US7090207B2 (en) * 2003-02-24 2006-08-15 Dqp Llc Single-end-mount seismic isolator
US20060179729A1 (en) * 2003-11-21 2006-08-17 Feng Li Shock absorbing support system
WO2007048836A1 (en) 2005-10-27 2007-05-03 Christian Ferriere New type of building, method and means for erecting it
JP2008121328A (en) 2006-11-14 2008-05-29 Shimizu Corp Three-dimensional base isolation device
JP2008537698A (en) 2005-04-11 2008-09-25 リッジ−ユー−ラック インコーポレイテッド Storage rack Storage rack associated with vibration isolator
CN101321921A (en) 2005-04-11 2008-12-10 里德尤拉克公司 Storage rack vibration isolators and related storage racks
US7540117B2 (en) * 2002-08-06 2009-06-02 Hong Yang Vibration isolation system for building
WO2010119154A1 (en) 2009-04-17 2010-10-21 Universidad De Granada System for dissipating seismic energy in constructions
US8001734B2 (en) * 2004-05-18 2011-08-23 Simpson Strong-Tie Co., Inc. Moment frame links wall
US20130008102A1 (en) * 2010-02-16 2013-01-10 Soprema (Societe Par Actions Simplifiee Unipersonnelle) Device for fixing plates or panels to a cover, and resulting composite cover
FR2977902A1 (en) 2011-07-11 2013-01-18 Rector Lesage Method for manufacturing floor of building on insulated crawl-space foundations, involves simultaneously sealing foundation pieces on ground as well as longitudinal beams between them and with pieces during single concrete casting operation
US8438795B2 (en) * 2009-02-16 2013-05-14 Murat Dicleli Multi-directional torsional hysteretic damper (MTHD)
JP2013213532A (en) 2012-04-02 2013-10-17 Taisei Corp Base isolation device
CN203256901U (en) 2013-03-07 2013-10-30 哈尔滨工程大学 Shape memory alloy damping energy-consumption support
US20140183802A1 (en) * 2012-12-27 2014-07-03 Leader's Industrial Co., Ltd. Damping device for building seismic reinforcement

Patent Citations (61)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3289998A (en) * 1963-11-15 1966-12-06 Korfund Dynamics Corp All-directional shock mount
US3606704A (en) * 1969-05-02 1971-09-21 Resilient Services Inc Elevated floor structure
US3638377A (en) * 1969-12-03 1972-02-01 Marc S Caspe Earthquake-resistant multistory structure
US3794277A (en) * 1972-08-14 1974-02-26 A Smedley Earthquake resistant support
US3973078A (en) * 1974-12-30 1976-08-03 Westinghouse Electric Corporation Seismic motion-damper for upstanding electrical equipment
US4107889A (en) 1976-03-01 1978-08-22 Gonsalves, Santucci, Inc. Foundation system
US4200256A (en) * 1977-03-14 1980-04-29 Westinghouse Electric Corp. Apparatus mounting arrangement for avoiding harm due to seismic shocks
US4328648A (en) * 1980-03-21 1982-05-11 Kalpins Alexandrs K Support system
US4554767A (en) * 1981-02-05 1985-11-26 Ikonomou Aristarchos S Earthquake guarding system
US4662142A (en) * 1983-10-24 1987-05-05 David Weiner Mounting device and method for making a dynamically stiff joint
JPS6095034A (en) 1983-10-31 1985-05-28 Natl House Ind Co Ltd Foundation block
US4565039A (en) * 1984-03-07 1986-01-21 Ohbayashi-Gumi, Ltd. Floor structure for reducing vibration
US4633628A (en) * 1985-10-31 1987-01-06 University Of Utah Device for base isolating structures from lateral and rotational support motion
US4766708A (en) * 1985-12-27 1988-08-30 Peter Sing Shock and vibration resistant structures
US4718206A (en) * 1986-09-08 1988-01-12 Fyfe Edward R Apparatus for limiting the effect of vibrations between a structure and its foundation
US4883250A (en) * 1987-03-12 1989-11-28 Kajima Corporation Vibration-proof and earthquake-immue mount system
JPH01198940A (en) 1987-10-05 1989-08-10 Ohbayashi Corp Vibrationproof device
US4991366A (en) * 1987-10-05 1991-02-12 Akira Teramura Vibration isolating device
US4860507A (en) * 1988-07-15 1989-08-29 Garza Tamez Federico Structure stabilization system
JPH0254041A (en) 1988-07-15 1990-02-23 Federico Garza-Tamez Structure stabilizing system and base separating system
JPH0257742A (en) 1988-08-17 1990-02-27 Mitsubishi Atom Power Ind Inc Damping and antiseismic rod-shaped damper
JPH02285176A (en) 1989-04-26 1990-11-22 Masami Hanai Response control device of building
US5452548A (en) * 1993-07-01 1995-09-26 Kwon; Heug J. Bearing structure with isolation and anchor device
US5797228A (en) * 1993-11-24 1998-08-25 Tekton Seismic isolation bearing
US5558191A (en) * 1994-04-18 1996-09-24 Minnesota Mining And Manufacturing Company Tuned mass damper
US5964066A (en) * 1995-03-17 1999-10-12 Mori; Kuninori Earthquake-proof foundation
US5630298A (en) * 1995-09-05 1997-05-20 National Science Council Shear link energy absorber
US6042094A (en) * 1995-09-20 2000-03-28 Tayco Developments, Inc. Self-centering column assembly employing liquid spring and structures containing such columns
US5689919A (en) * 1995-09-21 1997-11-25 Kajima Corporation Base isolated building of wind resisting type
US5816559A (en) * 1996-03-13 1998-10-06 Kabushiki Kaisha Toshiba Seismic isolation device
US6115972A (en) * 1996-04-09 2000-09-12 Tamez; Federico Garza Structure stabilization system
US5870863A (en) * 1996-08-08 1999-02-16 Tayco Developments, Inc. Toggle linkage seismic isolation structure
US5775038A (en) * 1996-12-20 1998-07-07 J. Muller International Fixed point seismic buffer system
US6138967A (en) * 1997-03-07 2000-10-31 Fujitsu Limited Foot structure for apparatus
JPH11247923A (en) 1998-02-26 1999-09-14 Showa Electric Wire & Cable Co Ltd Base isolation device
US6085474A (en) * 1998-03-16 2000-07-11 Mizuno; Tsutomu Device for minimizing earthquake shocks to a small building
JPH11350786A (en) 1998-06-10 1999-12-21 Bando Chem Ind Ltd Trigger mechanism of vibration-isolating device
US6324795B1 (en) * 1999-11-24 2001-12-04 Ever-Level Foundation Systems, Inc. Seismic isolation system between floor and foundation comprising a ball and socket joint and elastic or elastomeric element
US6438905B2 (en) * 2000-03-29 2002-08-27 The Research Foundation Of Suny At Buffalo Highly effective seismic energy dissipation apparatus
JP2002349091A (en) 2001-05-29 2002-12-04 Showa Electric Wire & Cable Co Ltd Trigger mechanism
US20040074723A1 (en) * 2001-09-11 2004-04-22 Chong-Shien Tsai Detachable and replaceable shock damper for use in structures
US7540117B2 (en) * 2002-08-06 2009-06-02 Hong Yang Vibration isolation system for building
US6837010B2 (en) * 2002-12-05 2005-01-04 Star Seismic, Llc Pin and collar connection apparatus for use with seismic braces, seismic braces including the pin and collar connection, and methods
US7090207B2 (en) * 2003-02-24 2006-08-15 Dqp Llc Single-end-mount seismic isolator
US20050028457A1 (en) 2003-08-07 2005-02-10 Davis S. Michael Foundation system for prefabricated houses
US20070069103A1 (en) * 2003-10-30 2007-03-29 Marco Ferrari Isolator/dissipator for interfacing between the ground and supporting structures
WO2005049942A1 (en) 2003-10-30 2005-06-02 Marco Ferrari Isolator/dissipator for interfacing between the ground and supporting structures
EP1678399B1 (en) 2003-10-30 2008-08-27 Ferrari, marco Isolator/dissipator for interfacing between the ground and supporting structures
US20060179729A1 (en) * 2003-11-21 2006-08-17 Feng Li Shock absorbing support system
US8001734B2 (en) * 2004-05-18 2011-08-23 Simpson Strong-Tie Co., Inc. Moment frame links wall
CN101321921A (en) 2005-04-11 2008-12-10 里德尤拉克公司 Storage rack vibration isolators and related storage racks
JP2008537698A (en) 2005-04-11 2008-09-25 リッジ−ユー−ラック インコーポレイテッド Storage rack Storage rack associated with vibration isolator
WO2007048836A1 (en) 2005-10-27 2007-05-03 Christian Ferriere New type of building, method and means for erecting it
JP2008121328A (en) 2006-11-14 2008-05-29 Shimizu Corp Three-dimensional base isolation device
US8438795B2 (en) * 2009-02-16 2013-05-14 Murat Dicleli Multi-directional torsional hysteretic damper (MTHD)
WO2010119154A1 (en) 2009-04-17 2010-10-21 Universidad De Granada System for dissipating seismic energy in constructions
US20130008102A1 (en) * 2010-02-16 2013-01-10 Soprema (Societe Par Actions Simplifiee Unipersonnelle) Device for fixing plates or panels to a cover, and resulting composite cover
FR2977902A1 (en) 2011-07-11 2013-01-18 Rector Lesage Method for manufacturing floor of building on insulated crawl-space foundations, involves simultaneously sealing foundation pieces on ground as well as longitudinal beams between them and with pieces during single concrete casting operation
JP2013213532A (en) 2012-04-02 2013-10-17 Taisei Corp Base isolation device
US20140183802A1 (en) * 2012-12-27 2014-07-03 Leader's Industrial Co., Ltd. Damping device for building seismic reinforcement
CN203256901U (en) 2013-03-07 2013-10-30 哈尔滨工程大学 Shape memory alloy damping energy-consumption support

Non-Patent Citations (6)

* Cited by examiner, † Cited by third party
Title
Chilean Office Action dated Nov. 9, 2018 in Chilean Patent Application No. 2016-001849.
Chinese Office Action dated Jun. 1, 2017 from Chinese Patent Application No. 201580005012.6.
European Communication dated May 15, 2019 in European Application No. 15 702 993.5.
International Search Report and Written Opinion dated Mar. 12, 2015 issued in PCT/EP2015/051192.
Italian Search Report and Written Opinion dated Oct. 14, 2014 issued in IT VR20140015.
Japanese Office Action dated Jan. 8, 2019 in Japanese Application No. 2016-565560.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11011893B2 (en) * 2019-01-16 2021-05-18 General Electric Technology Gmbh Seismic support structure

Also Published As

Publication number Publication date
EP3097235B1 (en) 2022-08-03
CN105980635A (en) 2016-09-28
EP3097235A1 (en) 2016-11-30
WO2015110497A1 (en) 2015-07-30
US20170007021A1 (en) 2017-01-12
ES2928784T3 (en) 2022-11-22
JP2017512271A (en) 2017-05-18
CL2016001849A1 (en) 2017-03-31
JP6636454B2 (en) 2020-01-29

Similar Documents

Publication Publication Date Title
Islam et al. Seismic isolation in buildings to be a practical reality: behavior of structure and installation technique
KR101384027B1 (en) Vibration isolation module for earthquake reduction
JP5149155B2 (en) Storage rack vibration isolator and related storage rack system
KR100787494B1 (en) Vibration Reducing Device
CN107074443B (en) Seismic support for a warehouse and load-bearing structure with such a support
KR101907104B1 (en) Double seismic hanger system of plumbing
US10590670B2 (en) Dissipator
US20200056676A1 (en) Anti-vibration support system
KR20130109683A (en) Ball bearing type seismic isolator
JP2014114940A (en) Rail sliding type aseismic base isolation device
KR101092574B1 (en) Composite seismic isolation bearing accepting both vertical and horizontal earthquake and seismic isolation bed using the bearing
KR101705885B1 (en) Constructing method and shock absorbing apparatus for rockfall preventing net
KR200422528Y1 (en) Vibration Reducing Device
JP6087605B2 (en) Seismic isolation structure
JP2017502182A (en) Polygonal seismic isolation system
KR101308933B1 (en) Roller bearing type seismic isolator
US20070069103A1 (en) Isolator/dissipator for interfacing between the ground and supporting structures
KR101757704B1 (en) Switchboard having earthquake proof device
KR20180040242A (en) Multi-head diagonal bar
KR101986901B1 (en) Rack frame system using ball type isolation device
KR20160087440A (en) Switchboard having earthquake proof device
KR20110004680U (en) The seismic isolator having the multistage surface
KR101757706B1 (en) Switchboard having earthquake proof device
KR101757707B1 (en) Switchboard having earthquake proof device
JP2017025674A (en) Vibration control damper

Legal Events

Date Code Title Description
STPP Information on status: patent application and granting procedure in general

Free format text: NON FINAL ACTION MAILED

STPP Information on status: patent application and granting procedure in general

Free format text: RESPONSE TO NON-FINAL OFFICE ACTION ENTERED AND FORWARDED TO EXAMINER

STPP Information on status: patent application and granting procedure in general

Free format text: FINAL REJECTION MAILED

STPP Information on status: patent application and granting procedure in general

Free format text: DOCKETED NEW CASE - READY FOR EXAMINATION

STPP Information on status: patent application and granting procedure in general

Free format text: NOTICE OF ALLOWANCE MAILED -- APPLICATION RECEIVED IN OFFICE OF PUBLICATIONS

AS Assignment

Owner name: FERRARI, MARCO, ITALY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:FERRARI, MARCO;ANTONIONI, SILVIO;REEL/FRAME:051078/0859

Effective date: 20160714

Owner name: GIRARDINI S.R.L., ITALY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:FERRARI, MARCO;ANTONIONI, SILVIO;REEL/FRAME:051078/0859

Effective date: 20160714

STPP Information on status: patent application and granting procedure in general

Free format text: PUBLICATIONS -- ISSUE FEE PAYMENT VERIFIED

STCF Information on status: patent grant

Free format text: PATENTED CASE

MAFP Maintenance fee payment

Free format text: PAYMENT OF MAINTENANCE FEE, 4TH YR, SMALL ENTITY (ORIGINAL EVENT CODE: M2551); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY

Year of fee payment: 4